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S-SARⅡ技术的崩塌临灾应急监测原理及其应用

刘冀昆 杨晓琳 王成虎

刘冀昆, 杨晓琳, 王成虎. S-SARⅡ技术的崩塌临灾应急监测原理及其应用[J]. 地质科技通报, 2023, 42(1): 42-51. doi: 10.19509/j.cnki.dzkq.tb20220495
引用本文: 刘冀昆, 杨晓琳, 王成虎. S-SARⅡ技术的崩塌临灾应急监测原理及其应用[J]. 地质科技通报, 2023, 42(1): 42-51. doi: 10.19509/j.cnki.dzkq.tb20220495
Liu Jikun, Yang Xiaolin, Wang Chenghu. Principle and application of S-SARⅡ technology for collapse emergency monitoring[J]. Bulletin of Geological Science and Technology, 2023, 42(1): 42-51. doi: 10.19509/j.cnki.dzkq.tb20220495
Citation: Liu Jikun, Yang Xiaolin, Wang Chenghu. Principle and application of S-SARⅡ technology for collapse emergency monitoring[J]. Bulletin of Geological Science and Technology, 2023, 42(1): 42-51. doi: 10.19509/j.cnki.dzkq.tb20220495

S-SARⅡ技术的崩塌临灾应急监测原理及其应用

doi: 10.19509/j.cnki.dzkq.tb20220495
基金项目: 

国家重点研发计划 2021YFC3001901

详细信息
    作者简介:

    刘冀昆(1997-), 男, 现正攻读土木工程专业硕士学位, 主要从事崩塌地质灾害研究工作。E-mail: 2232215900@qq.com

    通讯作者:

    杨晓琳(1985-), 男, 正高级工程师, 主要从事雷达边坡预警监测的研究工作。E-mail: yangxl@chinasafety.ac.cn

    王成虎(1978-), 男, 研究员, 主要从事地应力与地质力学、断层力学等研究工作。E-mail: huchengwang@163.com

  • 中图分类号: P642.2

Principle and application of S-SARⅡ technology for collapse emergency monitoring

  • 摘要:

    崩塌灾害具有高隐蔽性、强突发性、重危害性等特点, 其预警监测是各类重大基础工程准备阶段以及施工期间的重要研究工作, 同时也是崩塌临灾监测救援现场指挥工作的重要科学依据。结合地基合成孔径干涉雷达技术(GB-InSAR)和最新的MIMO技术, 将应急边坡救援雷达S-SARⅡ的系统量程扩大了60倍, 并通过监测内蒙古某矿场主矿坑西南帮崩塌隐患点生成雷达形变图, 结合三维高程模型DEM以及多种预测模型预测崩塌发生时间。结果表明, S-SARⅡ精准地确定了形变区域及形变量, 并预测崩塌发生时间为8月29日9∶32-10∶27之间, 最终崩塌发生时间为8月29日10点26分。因此, S-SARⅡ准确预测了崩塌灾害的发生时间, 最大程度地保障了矿区的生产安全, 并通过实际应用分析证明, 优化后的S-SARⅡ的系统量程得到了数量级提升, 满足崩塌监测的需要, 且以S-SARⅡ为代表的遥测预警技术在地质灾害险情处置和应急救援中具有明显的技术优势。

     

  • 图 1  S-SARⅡ工作原理

    Figure 1.  Principle of S-SARⅡ

    图 2  S-SARⅡ应急救援边坡雷达基本组成单元

    Figure 2.  Basic components of S-SARⅡ emergency rescue slope radar

    图 3  应急救援边坡雷达拖车平台

    Figure 3.  Trailer platform of the emergency rescue slope radar

    图 4  某矿场主矿坑西南帮失稳边坡监测示意图

    Figure 4.  Schematic diagram of unstable slope monitoring of southwest slope of main pit of Barun stope

    图 5  监测区域雷达强度影像

    Figure 5.  Radar intensity image of monitoring area

    图 6  形变图(a)、雷达图(b)和相干系数图(c)

    Figure 6.  Deformation diagram (a), radar image (b) and coherence coefficient diagram (c)

    图 7  雷达形变图和三维DEM配准结果

    Figure 7.  Radar deformation map and 3D DEM registration results

    图 8  崩塌灾害的时间预测模型(P1为累计变形量最大的点)

    Figure 8.  Time prediction model of collapse disaster

    图 9  S-SARⅡ边坡雷达监测变形云图(a)及崩塌区域位移变形曲线(b)

    Figure 9.  Deformation contour(a) and collapse deformation curve generated by S-SARⅡ emergency rescue slope radar(b)

    图 10  崩塌发生后的现场图像

    Figure 10.  Site image after collapse

    表  1  S-SARⅡ与其他监测技术的优势对比

    Table  1.   Comparison of the performance between S-SARⅡand other monitoring technologies

    对比对象 对比对象的技术特性 S-SARⅡ的技术优势
    GPS、全站仪等传统的监测手段 离散点形变量监测 大范围空间连续覆盖
    埋置式监测,需要人员进入 远程监测
    受天气、视通条件等限制 全天时全天候实时监测
    激光扫描仪等遥测手段 测量距离为2 km 测量距离为5 km
    测量精度为毫米量级 测量精度为亚毫米量级
    需要人工多次跑点测量 全自动测量,无需人工参与
    星载、机载雷达 重复观测周期最短需要11 d,难以实现定点连续观测 重复观测周期最短可达几分钟甚至几十毫秒,可以实现对形变区域的定点连续监测
    时间和空间分辨率低,不适合获取小区域形变信息 可以获得很高的空间分辨率和测量精度
    运行轨道固定、观测周期固定,易受地形、观测视角等影响 可根据监测目标特性选择观测时间基线
    实孔径雷达 受极端天气影响较大 更强的环境适应性,搭配应急救援拖车平台,受环境影响小
    每个分辨单元在每次扫描过程中只能被进行一次采样 每个分辨单元在每次扫描过程中可以被上百次采样,数据采集更全面
    下载: 导出CSV

    表  2  S-SAR Ⅱ监测参数

    Table  2.   S-SARⅡ monitoring parameters

    精度 ±0.1 mm视线方向 发射功率 30 dBm
    空间分辨率 距离向:0.25 m
    方位向:4/8 mrad
    发射带宽/MH 600
    波束宽度/(°) 水平向:60
    俯仰向:30
    监测距离/m 30~5 000
    极化方式 水平极化 监测周期/min < 10
    工作温度/℃ -40~+55 防护等级 IP65
    工作频段/GHz 17.2~17.8 功耗/W < 120
    下载: 导出CSV
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  • 收稿日期:  2022-09-02

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